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DESIGN DESIGNATION
IN MARTIN
V 45 AADT (2017) 2522 AADT (2041) 2963 DHV 350 D 51% DHVT% 4.2% ADTT% 9.2%
MARTIN E TO JCT 73/18
V 65 AADT (2017) 1172 AADT (2042) 1377 DHV 162 D 51% DHVT% 8.7% ADTT% 19.1%
From JCT 018/73 To ECL
V 65 AADT (2017) 548 AADT (2042) 644 DHV 76 D 51% DHVT% 6.4% ADTT% 14%
STORM WATER PERMIT Not Required
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STATE OF SOUTH DAKOTA DEPARTMENT OF TRANSPORTATION
PLANS FOR PROPOSED
PROJECT NH 0018(200)148 & P 0073(79)12
US HIGHWAY 18 & SD HIGHWAY 73 BENNETT COUNTY
MILL & AC RESURFACING, AC SURFACING, ADA CURB RAMP UPGRADES, PIPE WORK,
TRAFFIC SIGNAL UPGRADES AND ROW PLANS PCN 04WT & 07T3
EQUATION END EXCEPTION R37W
Station 649+37.9 Bk= BEGIN EXCEPTION Station a 0+00 Ah Station a 12+06 R36W
R35W
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32 33 34
0 Dear/mans l.oke
10 11 10
16 15
-
29
32 \
R36W R35W
BEGIN NH 0018 200 148 Station -2+00 = Station 0+00 on NH 0018(54)148 located 32.88 feet South of the Northwest corner of Section 20 - Township 37 North - Range 37 West of the 6th P.M. MRM 148.88+0.024
BEGIN P 0073 079 12 Station 0+00 MRM 12.62 + 0.265
END P 0073 079 12 Station 14+00 MRM 12.00 + 0.3355 Gross Length 139,704.04 Feet
Length of Exceptions
Net Length
59,978.55 Feet
79,725.49 Feet
26.459 Miles
11.360 Miles
15.099 Miles
Station b 612+00
-z9-
35 36 II 31
II VET AL
Jf
D 14
26 30 29
EQUATION Station a 607+82.35 Bk= Station b 607+97.8 Ah
16
R34W
10
15
R34W
26
STATE OF SOUTH
DAKOTA
Plotting Date:
I--------PR_OJ...,..EC_T--,-------1 SHEET
NH 0018(200)148 P 0073(079)12
06/29/2020 Revised 3/28/19(BT)
INDEX OF SECTIONS Section A: Estimate of Quantities and
Environmental Commitments
Section B: Grading Plans
Section C: Traffic Control Plans
Section D: Erosion and Sediment Control Plans
Section F: Surfacing Plans
Section L: Signal and Lighting Plans
Section M: Pavement Marking Plans
25 30
294 ST
R33W
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R33W
END NH 0018 200 148 Station b 7 45+66.14 = Station 7 45+66.14 on 04XH located 427. 78 feet South and 980.62 feet West of the Northeast corner
TOTAL SHEETS
of Section 4 - Township 37 North - Range 33 West of the 6th P.M. MRM 175.00+0.8248
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ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATE OF I PROJECT I TOTAL 1-----------,---,-----1 SHEET SHEETS
SOUTH I NH 0018(200)148 I DAKOTA p 0073(079)12
Section B - Grading NH 0018(200)148 PCN 04WT
BID ITEM ITEM
NUMBER QUANTITY UNIT
009E0010 Mobiliz.alion Lump Sum LS
009E3220 Reestablish Right-of-Way and Property Corner 169 Each
009E3225 Reestabl'ish Public l and Survey System Corner 12 Each
009E4200 Construction Schedule, Category II Lump Sum LS
110E0300 Remove Concrete Curb and/or Gutter 455 Fl
110E0420 Remove Drop Inlet Frame and Grate Assembly 6 Each
110E0600 Remove Fence, 1,340 Fl
110E1050 Remove Asphalt Concr&te Approach Pavement 58.4 SqYd
110E1100 Remove Concrete Pavement 33.6 SqYd
110E1130 Remove Concrete Driveway Pavement 92.5 SqYd
110E1140 Remove Concrete Sidewalk 114.0 SqYd
1110E7500 Remove Pipe for R&sel 42 Fl
110E7510 Remove Pipe End Section for Resel 6 Each
110E7802 Remove Fence, for Reset 424 Fl
120E0600 Contractor Furnished Borrow Excavation 93 CuYd
380E3540 8" PCC Approach Pavement 118.9 SqYd
380E4050 8" PCC Fi llet Section 290.8 SqYd
450E0102 12" RCP Class 2, Furnish 80 Fl
450E01 10 12" RCP, Install 80 Fl
* 450E8900 Cleanout Pipe Culvert 2 Each
450E9000 Reset Pipe 42 Fl
450E9001 Reset Pipe End Section 6 Each
462E0100 Class MS Concrete 3.3 CuYd
480E0100 Reinforcing Steel 697 Lb
620E0020 Type 2 Right-of-Way Fence 2,340 Fl
620E0510 Type 1 Temporary Fence 200 Fl
620E1020 2 Post Panel 38 Each
620E1030 3 Post Panel 3 Each
620E4100 Reset Fence 424 Fl
650E0060 Type B66 Concrete Curb and Guller 50 Fl
650E1080 Type F68 Concrete Curb and Gutter 51 Fl
650E4680 Type P8 Concrete Gutter 112 Fl
651E0040 4" Concrete Sidewalk 1,289 SqFI
651E0080 8" Concrete Sidewalk 529 SQFI
651E7000 Type 1 Detectable Warnings 168 SQFI
651E7010 Type 2 Detectable Warnings 12 SQFI
670E1200 Type B Frame and Grate Assembly 5 Each
670E5200 Specia l Frame and Grate Assembly 6 Each
670E5400 Precast Drop Inlet Collar 5 Each
670E6000 Adjust Drop lin let 5 Each
720E1010 PVC Coated Bank and Channel ProteC1ion 12.0 CuYd Gabion
BID ITEM NUMBER
ITEM QUANTITY UNIT
831E0110 TypeBDrainage Fabric 38 SqYd
* - Denotes Non-Partic:;ipatin~
BID ITEM NUMBER
634E0010
634E0020
634E0110
6341:0120
634E0275
634E0420
634E0600
634E0630
634E2000
634E2015
BID ITEM NUMBER
634E0010
634E0020
634E0110
634E0120
634E0275
634E0420
634E0630
Section C - Traffic Control NH 0018(200)148 PCN 04WT
ITEM QUANTIITY
Flagging 1,512.0
Pilot Car 756.0
Traffic Control Signs 1,487.1
Traffic Control, Miscellaneous Lump Sum
Type 3 Barricade 10
Type C Advance Warning Arrow Board 2
4" Temporary Pavement Marking Tape Type I 1,852
Temporary Pavement Marking 63.7
Longitudinal Pedestrian Barricade 84
Temporary Pedestrian Access Route Lump Sum
P 0073(79)12 PCN 07T3
ITEM QUANTITY
Flagging 432.0
Pilot Car 216.0
Traffic Control Signs 552.8
Traffic Control, Miscellaneous Lump Sum
Type 3 Barricade 2
Type C Advance Warning Arrow Board
Temporary Pavement Marking 6.6
UNIT
Hour
Hour
SqFt
LS
Each
Each
Fl
Mile
Fl
LS
UNIT
Hour
Hour
SQFl
LS
Each
Each
Mile
Plotting Date: 07/20/2020 Rev 7/20/20 (RG)
INDEX OF SHEETS
A1 to A3
A4 to AS
Estimate of Quantities for Sections B, C, D, F, L, and M Environmental Commitments
Section D - Erosion and Sediment Control NH 0018(200)148 PCN 04WT
BID DTEM ITEM QUANTITY
NUMBER
11 0E 1690 Remove Sediment 7.3
11 0E1695 Remov,e Sediment Filter Bag 264
110E1700 Remove Silt Fence 250
730E0206 Type D Permanent Seed Mixture 14
730E0251 Special Pennanent Seed Mixture 1 26
734E0044 Soil Stabilizer 1.0
734E0103 Type 3 Erosion Control Blanket 250
734E0154 12" Diameter Erosion Control Wattle 1,000
734E0165 Remove and Reset Erosion Control Wattle 250
734E0180 Sediment Filter Bag 264
734E0604 High Flow Si lt Fence 1,000
734E0610 Mucking Silt Fence 7
734E0620 Repair Silt Fence 250
734E0845 Sediment Control at Inlet with Frame and Grate 11
SPECIFICATIONS
UNIT
CuYd
fl
ft
Lb
Lb
Acre
SQYd
ft
ft
ft
ft
CuYd
ft
Each
Standard Specifications for Roads and Bridges, 2015 Edition and Required Provisions, Supplemental Specifications, and Special Provisions as included in the Proposal.
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ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATE OF II-______ P_RO_J,-EC_T--,-------11 SHEET I TOTAL SHEETS
SOUTH I NH 0018(200)148 l,___....,I __ __, DAKOTA p 0073(079)12
Section F - Surfacing NH 0018(200)148 PCN 04WT
BID ITEM NUMBER
ITEM
009E3250 Miscellaneous Staking
009E3300 Three Man Survey Crew
009E3320 Checker
110E0135 Remove Delineator
120EOO 1 O Unclassified Excavation
120E0100 Unclassified Excavation, Digouts
.260E1010 Base Course
320E1800 Asphalt Concrete Blade Laid
3201:7012 Grind 12" IRumble Strip or Stripe in Asphalt Concrete
330E0100 SS-1h or CSS-1 h Asphalt for Tack
330E0210 SS-1h or CSS-1h Asphalt for Flush Seal
330E2000 Sand for Flush Seal
332E0010 Cold Milling Asphalt Concrete
600E0300 Type Ill Field Laboratory
632E2022 4"x4" White Delineator Back to Back with 1.12 Lb/Ft Post
'900E0010 Refurbish Single Mailbox
'900E0012 Refurbish Double Mailbox
900E1980 Storage Unit
Alternate A IBID ITEM NUMBER
ITEM
* 260E6000 Granular Materiall , Furnish
* 270E0200 Blend, Haul , and Stockpile Granular Material
320E0005 PG 58-34 Asphalt Binder
320E1203 Class Q3R Hot Mixed Asphalt Concrete
320E4000 Hydrated Lime
* • Denotes Non•P·articipating
QUANTITY UNIT
15.097 Mile
40.0 Hour
Lump Sum LS
310 Each,
118 CuYd
755 CuYd
3,243.8 Ton
2,330.6 Ton
29.3 Mile
189.1 Ton
77.0 Ton
828.0 Ton
289,418 SqYd
Each,
310 Each
6 Each
4 Each
Each
QUANTITY UNlli
5,432.9 Ton
10,865.8 Ton
2,416.6 Ton
48,235.6 Ton
502.1 Ton
Alternate B
BID ITEM ITEM
NUMBER
* 260E6000 Granular Material, Fumish
* 270E0200 Blend, Haul, and Stockpile Granu lar Material
320E0005 PG 58-34 Aspha lt Binder
320E1203 Class 03R Hot Mixed Asphalt Concrete
320E4000 Hydrated Lime
* • Denotes Non-Participating
P 0073(79)12 PCN 07T3
BIID ITEM
NUMBER ITEM
009E0010 Mobilization
009E3250 Miscellaneous Staking
009E3300 Three Man Survey Crew
009E3320 Checker
120E0100 Unclassified Excavation, Digouts
260E1010 Base Course
320E1800 Asphal t Concrete Blade Laid
330E0100 SS-1h or CSS-1 h Asphalt for Tack
330E0210 SS-1 h or CSS-1 h Asphalt for Flush Seal
330E2000 Sand for Flush Seal
332E0010 Cold Milling Asphalt Concrete
Alternate A
BID ITEM ITEM
NUMBER
* 260E6000 Granular Material, Furnish
* 270E0200 Blend, Haul, and Stockpile Granular Material
320E0005 PG 58-34 Asphalt Binder
320E1203 Class Q3R Hot Mixed Asphalt Concrete
320E4000 Hydrated Lime
* • Denotes Non-Participating
QUANTITY UNIT
5,086.1 Ton
10,172.2 Ton
1,959.0 Ton
49,484.6 Ton
508.6 Ton
QUANTITY UNIT
Lump Sum LS
0.261 Mile
20 .0 Hour
Lump Sum LS
13 CuYd
26.1 Ton
78 .3 Ton
5.8 Ton
1.7 Ton
26.9 Ton
7,557 SqYd
Ql!JANrTITY UNIT
626.3 Ton
1,252.•6 Ton
45.2 Ton
844.7 Ton
9.2 Ton
BID ITEM NUMBER
* 260E6000
* 270E0200
320E0005
320E1203
320E4000
Plotting Date: 07/20/2020
Alternate B
ITEM
Granular Material, Furnish
Blend, Haul, and Stockpile Granular Material
PG 58-34 Asphalt Binder
Class Q3R Hot Mixed Asphalt Concrete
Hydrated Lime
* • Denotes Non-Participating
Rev 07/20/20 (RG)
QUANTITY UNIT
620.1 Ton
1.240.2 Ton
36.0 Ton
866.9 Ton
9.4 Ton
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A3 A5ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATE OF II-______ P_RO_J,-EC_T--,-------11 SHEET I TOTAL SHEETS
SOUTH I NH 0018(200)148 l,___....,I __ __, DAKOTA p 0073(079)12
Plotting Date: 06/29/2020
Section L - Signal and Lighting Section M - Pavement Marking 0
NH 0018(200)148 PCN 04WT NH 0018(200)148 PCN 04WT 0
"' BID ITEM
ITEM QUANTITY UNIT NUMBER
BID ITEM ITEM QUANTITY UNIT
NUMBER
110E1520 Remove Signal Equipment Lump Sum LS 633E0010 Cold Applied Plastic Pavement Marking, 4" 13,255 Ft
110E1530 Remove Signal Pole Footing 4 Each 633E0020 Cold Applied Plastic Pavement Marking , 8" 240 Fl
110E5105 Salvage Luminaire 4 Each 633E0030 Cold Applied Plastic Pavement Marking, 24" 698 Ft
635E2140 Signal Pole with 40' Mast Arm and Luminaire Arm 2 Each 633E0040 Cold Applied Plastic Pavement Marking, Arrow 5 Each
635E2145 Signal Pole with 45' Mast Arm and Luminaire Arm 1 Each 633E1200 High Build Waterborne Pavement Marl<ing Paint, 794 Gal
635E2150 Signal Pole with 50' Mast Arm and Luminaire Arm Each White
633E1205 High Build Waterborne Pavement Marl<ing Paint. 200 Gal 635E3700 Roadway Luminaire, LED with Photoelectric Cell 4 Each Yellow
635E4030 3 Section Vehicle Signal Head 16 Each 633E5000 Grooving for Cold Applied Plastic Pavement 13,255 Ft
635E5030 3' Diameter Footing 48.0 Ft Marking. 4•
633E5005 Grooving for Cold Applied Plastic Pavement 240 Ft 635E5301 Type 1 Electrical Junction Box 3 Each Markina, s· 635E5302 Type 2 Electrical Junction Box 3 Each 633E5015 Grooving for Cold Applied Plastic Pavement 698 Ft
635E5303 Type 3 Electrical Junction Box Each Markino, 24"
633E5025 Grooving for Cold Applied Plastic Pavement 5 Each 635E5405 Electrical Service Cabinet with Secondary Each Markina Arrow
Disconnect 635E5430 Traffic Signal Controller 1 Each
635E5515 Battery Backup System for Traffic Signal 1 Each P 0073(79)12 PCN 07T3 635E5520 Video Detection System 1 Each C:
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635E5562 Siren Emergency Vehicle Preemption System 1 Each
635E5880 Accessible Pedestrian Signal 8 Each
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BID ITEM C: 0
ITEM QUANTITY UNIT ts NUMBER " (/)
"' 635E5910 Pedestrian Push Button Pole 8 Each
635E5922 Pedestrian Signal Head with Countdown Timer 8 Each
* 633E0010 Cold Applied Plastic Pavement Marking, 4" 3,490 Ft z
~ 633E0020 Cold Applied Plastic Pavement Mar1<ing, 8" 275 Ft " 0
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635E5930 Pedestrian Crossing Sign 8 Each
635E8120 2" Rigid Conduit, Schedule 40 610 Ft
C:
633E0030 Cold Applied Plastic Pavement Mar1<ing, 24" 30 Ft " ~ 0.
633E0040 Cold Applied Plastic Pavement Mar1<ing, Arrow 2 Each ~
635E8140 4" Rigid Conduit , Schedule 40 30 Ft 633E0050 Cold Applied Plastic Pavement Marl<ing, Message Word
635E8220 2" Rigid Conduit , Schedule 80 175 Ft " 633E5000 Grooving for Cold Applied Plastic Pavement 3,490 Ft II:
635E8230 3" Rigid Conduit , Schedule 80 280 Ft Markina. 4"
635E9016 1/C #6 AWG Copper Wire 3,885 Ft 633E5005 Grooving for Cold Applied Plastic Pavement 275 Ft
635E9502 2/C #14 AWG Copper Tray Cable , K2 1,355 Ft Markina, 8"
633E5015 Grooving for Cold Applied Plastic Pavement 30 Ft 635E9504 4/C #14 AWG Copper Tray Cable , K2 705 Ft Markina. 24"
635E9526 26/C #14 AWG Copper Tray Cable, K2 640 Ft 633E5025 Grooving for Cold Applied Plastic Pavement 2 Each Markina. Arrow
635E9710 2/C #10 AWG Copper Pole and Bracket Cable 260 Ft 633E5035 Grooving for Cold Applied Plastic Pavement Word Markina Messaae
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ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATE OF II-______ P_R_OJ.,-EC_T--,--------11 SHEET I TOTAL SHEETS
SOUTH I NH 0018(200)148 l,___....,I __ __, DAKOTA p 0073(079)12
ENVIRONMENTAL COMMITMENTS
The SDDOT is committed to protecting the environment and uses Section A Environmental Commitments as a communication tool for the Engineer and Contractor to ensure that attention is given to avoid , minimize, and/or mitigate an environmental impact. Environmental commitments to various agencies and the public have been made to secure approval of this project. An agency with permitting authority can delay a project if identified environmental impacts have not been adequately addressed. Unless otherwise designated, the Contractor's primary contact regarding matters associated with these commitments will be the Project Engineer. These environmental commitments are not subject to change without prior written approval from the SDDOT Environmental Office.
Additional guidance on SDDOT's Environmental Commitments can be accessed through the Environmental Procedures Manual found at: http://www.sddot.com/resources/Manuals/EnvironProcManual.pdf
For questions regarding change orders in the field that may have an effect on an Environmental Commitment, the Project Engineer will contact the Environmental Office at 605-773-3098 or 605-773-4336 to determine whether an environmental analysis and/or resource agency coordination is necessary.
COMMITMENT B: FEDERALLY THREATENED, ENDANGERED, AND PROTECTED SPECIES
COMMITMENT B2: WHOOPING CRANE
The Whooping Crane is a spring and fall migratory bird in South Dakota that is about 5 feet tall and typically stops on wetlands, rivers, and agricultural lands along their migration route. An adult Whooping Crane is white with a red crown and a long, dark, pointed bill. Immature Whooping Cranes are cinnamon brown. While in flight, their long necks are kept straight and their long dark legs trail behind. Adult Whooping Cranes' black wing tips are visible during flight.
Action Taken/Required:
Harassment or other measures to cause the Whooping Crane to leave the site is a violation of the Endangered Species Act. If a Whooping Crane is sighted roosting in the vicinity of the project, borrow pits, or staging areas associated with the project, cease construction activities in the affected area until the Whooping Crane departs and immediately contact the Project Engineer. The Project Engineer will contact the Environmental Office so that the sighting can be reported to USFWS.
COMMITMENT C: WATER SOURCE
The Contractor will not withdraw water with equipment previously used outside the State of South Dakota or previously used in aquatic invasive species waters within South Dakota without prior approval from the SDDOT Environmental Office. Thoroughly wash all construction equipment to prevent and control the introduction and spread of invasive species into the project vicinity.
The Contractor will not withdraw water directly from streams of the James, Big Sioux, and Vermillion watersheds without prior approval from the SDDOT Environmental Office.
Action Taken/Required:
The Contractor will obtain the necessary permits from the regulatory agencies such as the South Dakota Department of Environment and Natural Resources (DENR) and the United States Army Corps of Engineers (USAGE) prior to water extraction activities.
Additional information and mapping of Aquatic Invasive Species in South Dakota can be accessed at: http://sdleastwanted.com/maps/default.aspx.
COMMITMENT D: WATER QUALITY STANDARDS
COMMITMENT D1: SURFACE WATER QUALITY
The tributaries are classified as fish and wildlife propagation, recreation , irrigation, and stock watering waters . Because of these beneficial uses, special construction measures may have to be taken to ensure that this water body is not impacted.
Action Taken/Required:
The Contractor is advised that the South Dakota Surface Water Quality Standards, administered by the South Dakota Department of Environment and Natural Resources (DENR), apply to this project. Special construction measures will be taken to ensure the above standard(s) of the surface waters are maintained and protected.
COMMITMENT D2: SURFACE WATER DISCHARGE
The DENR General Permit for Temporary Discharge is required for temporary dewatering and discharges to waters of the state . The effluent limit for total suspended solids will be 90 mg/L 30-day average. The effluent limit applies to discharges to all waters of the state except discharges to waters classified as cold water permanent fish life propagation waters according to the ARSD 74:51 :01 :45. For discharges to waters of the state classified as cold water permanent fish life propagation waters, the effluent limit for total suspended solids will be 53 mg/L daily maximum.
The permittee has the option of completing effluent testing or implementing a pollution prevention plan for compliance with this permit. If the permittee develops a pollution prevention plan instead of total suspended solids sampling, the plan must be developed and implemented prior to discontinuing total suspended solids sampling. Refer to section 3.0 of the permit. If any pollutants are suspected of being discharged, a sample must be taken for those parameters listed in section 2.2 of the permit.
Refer to Commitment 01: Surface Water Quality for stream classification.
Plotting Date: 06/29/2020
Action Taken/Required:
If construction dewatering is required , the Contractor will obtain the General Permit for Temporary Discharge Activities from the DENR Surface Water Program, 605-773-3351. http://denr.sd.gov/des/sw/swgformsandpermits.aspx
The Contractor will provide a copy of the approved permit to the Project Engineer prior to proceeding with any dewatering activities. The approved permit must be kept on-site and as part of the project records.
Effluent monitoring, as a result of dewatering activities, will be summarized for each month and recorded on a separate Discharge Monitoring Report (DMR) and submitted to DENR monthly. Additional information can be found at http://denr.sd.gov/des/sw/WhatisaDMR.aspx
COMMITMENT E: STORM WATER
Construction activities constitute 1 acre or more of earth disturbance and/or work in a waterway.
Action Taken/Required:
The DENR General Permit for Storm Water Discharges Associated with Construction Activities is required for construction activity disturbing one or more acres of earth and work in a waterway. The SD DOT is the owner of this permit and will submit the NOi to DENR 15 days prior to project start in order to obtain coverage under the General Permit. Work can begin once the DENR letter of approval is received .
The Contractor must adhere to the "Special Provision Regarding Storm Water Discharges to Waters of the State. "
The Contractor will complete the DENR Contractor Certification Form prior to the pre-construction meeting. The form certifies under penalty of law that the Contractor understands and will comply with the terms and conditions of the permit for this project. Work may not begin on this project until this form is signed and submitted to DENR.
The form can be found at: http://denr.sd.gov/des/sw/eforms/E211 0LDV 1-ContractorCertification .pdf
The Contractor is advised that permit coverage may also be required for offsite activities , such as borrow and staging areas, which are the responsibility of the Contractor.
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ESTIMATE OF QUANTITIES AND ENVIRONMENTAL COMMITMENTS I STATE OF II-______ P_R_OJ.,-EC_T--,--------11 SHEET I TOTAL SHEETS
SOUTH I NH 0018(200)148 l,___....,I __ __, DAKOTA p 0073(079)12
COMMITMENT E: STORM WATER {continued}
Storm Water Pollution Prevention Plan
The Storm Water Pollution Prevention Plan (SWPPP) will be developed prior to the submittal of the NOi and will be implemented for all construction activities for compliance with the permit. The SWPPP must be kept on-site and updated as site conditions change. Erosion control measures and best management practices will be implemented in accordance with the SWPPP.
The Storm Water, Erosion , and Sediment Control Inspection Report Form DOT 298, will be used for site inspections and to document changes to the SW PPP. A copy of the completed inspection form will be filed with the SWPPP documents and retained for a minimum of three years.
The inspection will include disturbed areas of the construction site that have not been finally stabilized, areas used for storage materials, structural control measures, and locations where vehicles enter or exit the site. These areas will be inspected for evidence of, or the potential for, pollutants entering the drainage system. Erosion and sediment control measures identified in the SWPPP will be observed to ensure that they are operating correctly and sediment is not tracked off of the site.
Information on storm water permits and SWPPPs are available on the following websites :
SDDOT: http://www.sddot.com/business/environmental/stormwater/Default.aspx
DENR: http://denr.sd.gov/des/sw/stormwater.aspx
EPA: https://www.epa.gov/npdes
COMMITMENT H: WASTE DISPOSAL SITE
The Contractor will furnish a site(s) for the disposal of construction and/or demolition debris generated by this project.
Action Taken/Required:
Construction and/or demolition debris may not be disposed of within the Public ROW.
The waste disposal site(s) will be managed and reclaimed in accordance with the following from the General Permit for Construction/Demolition Debris Disposal Under the South Dakota Waste Management Program issued by the Department of Environment and Natural Resources.
The waste disposal site(s) will not be located in a wetland , within 200 feet of surface water, or in an area that adversely affects wildlife , recreation , aesthetic value of an area, or any threatened or endangered species, as approved by the Environmental Office and the Project Engineer.
If the waste disposal site(s) is located such that it is within view of any ROW, the following additional requirements will apply:
1. Construction and/or demolition debris consisting of concrete, asphalt concrete, or other similar materials will be buried in a trench completely separate from wood debris. The final cover over the construction and/or demolition debris will consist of a minimum of 1 foot of soil capable of supporting vegetation. Waste disposal sites provided outside of the Public ROW will be seeded in accordance with Natural Resources Conservation Service recommendations. The seeding recommendations may be obtained through the appropriate County NRCS Office . The Contractor will control the access to waste disposal sites not within the Public ROW with fences , gates, and placement of a sign or signs at the entrance to the site stating "No Dumping Allowed".
2. Concrete and asphalt concrete debris may be stockpiled within view of the ROW for a period of time not to exceed the duration of the project. Prior to project completion , the waste shall be removed from view of the ROW or buried and the waste disposal site reclaimed as noted above.
The above requirements will not apply to waste disposal sites that are covered by an individual solid waste permit as specified in SDCL 34A-6-58, SDCL 34A-6-1 .13, and ARSD 74:27:10:06.
Failure to comply with the requirements stated above may result in civil penalties in accordance with South Dakota Solid Waste Law, SDCL 34A-6-1.31.
All costs associated with furnishing waste disposal site(s), disposing of waste, maintaining control of access (fence, gates, and signs), and reclamation of the waste disposal site(s) will be incidental to the various contract items.
COMMITMENT I: HISTORICAL PRESERVATION OFFICE CLEARANCES
The SDDOT has obtained concurrence with the State Historical Preservation Office (SHPO or THPO) for all work included within the project limits and all department designated sources and designated option material sources, stockpile sites, storage areas, and waste sites provided within the plans.
Action Taken/Required:
All earth disturbing activities not designated within the plans require a cultural resource review prior to scheduling the pre-construction meeting. This work includes, but is not limited to: Contractor furnished material sources, material processing sites, stockpile sites , storage areas, plant sites, and waste areas.
The Contractor will arrange and pay for a record search and when necessary, a cultural resource survey. The Contractor has the option to contact the state Archaeological Research Center (ARC) at 605-394-1936 or another qualified archaeologist, to obtain either a records search or a cultural resources survey. A record search might be sufficient for review if the site was previously surveyed ; however, a cultural resources survey may need to be conducted by a qualified archaeologist.
The Contractor will provide ARC with the following : a topographical map or aerial view of which the site is clearly outlined , site dimensions, project number, and PCN . If applicable, provide evidence that the site has been previously disturbed by farming, mining, or construction activities with a landowner statement that artifacts have not been found on the site .
Plotting Date: 06/29/2020
The Contractor will submit the cultural resources survey report to SDDOT Environmental Office, 700 East Broadway Avenue, Pierre, SD 57501-2586. SDDOT will submit the information to the appropriate SHPO/THPO. Allow 30 Days from the date this information is submitted to the Environmental Engineer for SHPO/THPO review.
In the event of an inadvertent discovery of human remains, funerary objects , or if evidence of cultural resources is identified during project construction activities, then such activities will immediately cease and the Project Engineer will be immediately notified. The Project Engineer will contact the SDDOT Environmental Office to determine an appropriate course of action.
SH PO/TH PO review does not relieve the Contractor of the responsibility The Contractor is responsible for obtaining any additional permits and clearances for Contractor furnished material sources , material processing sites, stockpile sites, storage areas, plant sites, and waste areas that affect wetlands, threatened and endangered species, or waterways . The Contractor will not utilize a site known or suspected of having contaminated soil or water. The Contractor will provide the required permits and clearances to the Project Engineer at the preconstruction meeting.
COMMITMENT N: SECTION 404 PERMIT
The SDDOT has obtained a Section 404 Permit from the USACE for the permanent actions associated with this project.
Action Taken/Required:
The Contractor will comply with all requirements contained in the Section 404 Permit.
The Contractor will also be responsible for obtaining a Section 404 Permit for any dredge, excavation, or fill activities associated with material sources, storage areas, waste sites, and Contractor work sites outside the plan work limits that affect wetlands, floodplains, or waters of the United States.
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